My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006942
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
420
>
2900 - Site Mitigation Program
>
PR0537485
>
ARCHIVED REPORTS_XR0006942
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/27/2020 5:49:33 PM
Creation date
7/27/2020 3:53:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006942
RECORD_ID
PR0537485
PE
2957
FACILITY_ID
FA0021568
FACILITY_NAME
FORMER RAINWATER CAR WASH
STREET_NUMBER
420
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21931206
CURRENT_STATUS
01
SITE_LOCATION
420 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
144
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
` h I <br /> 05 September 2003 <br /> AGE-NC Project No 97-0333 <br /> Page 6 of 10 <br /> 34 FINDINGS <br /> 11 <br /> Ground water elevation, flow direction and gradient were determined from field data collected on <br /> 27 March 2003, the contaminant Impact to ground water was quantified by laboratory analysis'of <br /> Iu� water samples collected on 27 and 28 March 2003 <br /> �] 3 4 1 Ground Water Elevation and Gradient <br /> The depths to ground water were measured at between 17 20 feet (MW-11A) and 19 55 feet <br /> (MW-7E) below the tops of the well casings on 27 March 2003, ground water elevations were <br /> calculated to be between 13 39 feet (MW-IIC) and 14 79 feet (MW-lOA) above mean sea level <br /> l� (MSL) Based on current and previous monitoring data collected from wells MW-1 through MW-13, <br /> l ground water elevation at the site generally Increased an average 2 48 feet between the November <br /> 2002 and the March 2003 ground water monitoring events <br /> Ground water elevation data collected from multi-level wells MW-11, MW-12 and MW-13 on 27 <br /> March 2003 is depicted on cross section F-F'(Figure 3) The vertical gradients between adjacent <br /> screen intervals are depicted on cross section F-F', the vertical gradient was calculated by <br /> determining the difference between ground water elevations (dh) and dividing by the difference of <br /> I the screen interval midpoints(dl) Generally,a pronounced downward vertical gradient was observed <br /> at the site between the First Zone and the upper Second Zone, generally, neutral vertical gradients <br /> were observed at all other locations <br /> I� The 27 March 2003 ground water elevation data collected from the Rainwater Car Wash site was <br /> plotted for the Informal First Zone, Second Zone, Third Zone and Primary Aquifer Zone <br /> I-1 hydrogeologic flow units, and are depicted in Figures 4 through 7 <br /> 1 I' <br /> 3 4 1 1 First Zone Aquifer <br /> Ground water elevation data collected in the First Zone Aquifer (15 to 47 feet bsg) inferred an <br /> inward-radiating ground water flow towards a ground water depression in the area of wells MW-2, <br /> MW-6,MW-7 and EW-1 (Figure 4), ground water gradients ranged from 0 01 ft/ft or less to greater <br /> than 0 33 ft/ft within the depression Off-site in the area of wells MW-11,MW-12 and MW-13,the <br /> ground water flow direction varied between northeast in the area west of the site to northwest <br /> immediately north of the site <br /> l� <br /> 7 <br /> I� Advanced GeoEnvironmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.